Porosity of crushed rock layer and its impact on thermal regime of Qinghai−Tibet Railway embankment
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-017-3500-2.pdf
Reference46 articles.
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2. WU Qing-bai, CHENG Guo-dong, MA Wei. Impact of permafrost change on the Qinghai-Tibet Railroad engineering [J]. Science in China: Series D, 2004, 47(suppl 1): 122–130.
3. WU Qing-bai, CHENG Hong-bin, JIANG Guan-li, MA Wei, LIU Yong-zhi. Cooling mechanism of embankment with block stone interlayer in Qinghai-Tibet railway [J]. Science in China: Series E, 2007, 50(3): 319–328.
4. MA Wei, MU Yan-hu, WU Qing-bai, SUN Zhi-zhong, LIU Yong-zhi. Characteristics and mechanisms of embankment deformation along the Qinghai-Tibet Railway in permafrost regions [J]. Cold Regions Science and Technology, 2011, 67(3): 178–186.
5. LAI Yuan-ming, ZHANG Shu-juan, ZHANG Lu-xin, XIAO Jian-zhang. Adjusting temperature distribution under the south and north slopes of embankment in permafrost regions by the ripped rock revetment [J]. Cold Regions Science and Technology, 2004, 39 (1): 67–79.
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